Drilldown: bridge data
From Indian River Lagoon Project
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Use the filters below to narrow your results.
ObjectID:
County 003:
Place 004:
Route 005d:
Direction 005e:
Features 006a:
'C-24 CANAL ' (1) ·
'COUNTY LINE CANAL C-23 ' (1) ·
'CR 708 ' (1) ·
'FECRR ' (1) ·
'I-95 ' (1) ·
'I-95 (SR-9) ' (1) ·
'LAKE WORTH ' (1) ·
'Lake Worth Util Outfall ' (1) ·
'SR-406 ' (1) ·
'SR-46 ' (1) ·
'SR-9 (I-95) ' (1) ·
'SR-91 TPK(GLADES RD INT)' (1) ·
'SR91 TPK (JUPITER INT) ' (1) ·
'Taylor Creek(C-25 Canal)' (1) ·
Wickham Road (1)
Critical 006b:
Facility 007:
'6 Ave S to NB I-95' (1) ·
'Crosstown Parkway ' (1) ·
'Graham Road ' (1) ·
'I-95 ' (1) ·
'I-95 NB ' (1) ·
'I-95 SB ' (1) ·
'ISLAND ROAD ' (1) ·
'NB I-95 (SR-9) ' (1) ·
'RANGE LINERD CR609' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SHINN ROAD ' (1) ·
'SR-5 (U.S. 1) ' (1) ·
'SR519NB(Fiske Blv)' (1) ·
'SR91 NB TPK 116.3 ' (1) ·
'SR91SB ON/OFF 76.4' (1) ·
'US-1 NB ' (1) ·
I-95 (1)
Number 008:
700059 (1) ·
700126 (1) ·
700134 (1) ·
700222 (1) ·
700230 (1) ·
790087 (1) ·
890117 (1) ·
890118 (1) ·
930450 (1) ·
930511 (1) ·
931012 (1) ·
936802 (1) ·
940009 (1) ·
940018 (1) ·
940026 (1) ·
940100 (1) ·
940161 (1)
Location 009:
'0.4MI W of S. COUNTY ROAD' (1) ·
'1.25mi N of SR-68 ' (1) ·
'1mi. N of SR-70/SR-9 ' (1) ·
'3MI S of SR-70 ' (1) ·
'AT MARTIN COUNTY LINE ' (1) ·
'BOCA RATON INTERCHNG #28 ' (1) ·
'Crosstown Pkwy/I-95 ' (1) ·
'I-95 NB over SR-406 ' (1) ·
'I-95 over SR-46 ' (1) ·
'I-95 SB over SR-406 ' (1) ·
'NB I-95 over CR 708 ' (1) ·
'NE Quad I 95 6th Ave S ' (1) ·
'SB I-95 over CR 708 ' (1) ·
'SR 91 at Jupiter Interch ' (1) ·
'SR-519 NB I-95 ' (1) ·
'US-1 NB - FECRR ' (1) ·
I-95 over Wickham Road (1)
Latitude 016:
Longitude 017:
Owner 022:
Built 027:
Traffic 029:
Service On 042a:
Service Under 042b:
Kind 043a:
Type 043b:
Length 049: (Click arrow to add another value)
Deck 058:
Superstructure 059:
Substructure 060:
Channel 061:
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Culvert 062:
Inspect Date 090:
Direction 102:
Deck Type 107:
Scour 113:
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
Future 114:
Clearance 116:
Showing below up to 17 results in range #1 to #17.
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